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Equivalent geometric imperfection definition in steel structures sensitive to lateral torsional buckling due to bending moment

Aguero Ramón Llin, Antonio; Pallarés Rubio, Francisco Javier; Pallarés Rubio, Luis (Elsevier, 2015-03)

The purpose of this paper is to present a proposal for the design of steel structures sensitive to lateral torsional buckling due to bending moment in order to fill the gaps in the current Standard EN 1993- 1-1, guidelines ...
Lateral buckling of steel beams. Compared analysis of CTE DB SE-A, EAE and EC3 codes

Guardiola Villora, Arianna Paola; Perez-Garcia, Agustin; Pérez, Alvaro (Scipedia, S.L., 2021)

[EN] The Basic Document, Structural Safety, Steel of the Spanish Technical Building Code provides mathematical expressions to obtain the lateral buckling resistance of hot-rolled steel beams. These expressions include a ...
Worked example: Checking a steel beam in simple bending

Guardiola Víllora, Arianna Paola (Universitat Politècnica de València, 2019-06-28)

This document shows how to check a beam with an overhang, taking into account the Ultimate Limit States conditions considered in the Spanish Code DB SE A.

Mostrando ítems 1-3 de 3